Laserfiche WebLink
FILLED CELLS <br />(5EE PLAN) <br />8" GMU BLOCK <br />R4.1 FI-FOIL OR EQUAL <br />4" <br />GARAGE <br />OVER %" FURR STRIPS <br />-PER BU I LDER <br />H. <br />(1) #5 VERT. FROM FT6. TO <br />" <br />TOP VIEW <br />BOND BEAM. LAP WHOUSE <br />SLAB <br />FOUNDATION DOWEL MIN. <br />(5EE PLAN) <br />@ CORNER 50" GROUT GELL 50LID <br />GONG. OR PAVER I GARAGE HALL <br />d <br />° 4 <br />°° <br />DRIVEHAY <br />j— <br />BEYOND <br />-- <br />6RADE <br />°7 <br />I <br />I M I 1=1 III1=1 <br />=I —III—III—III. <br />r" -III=III=ail III <br /><d '` I—III=III—III—' <br />m <br />4�� <br />6ARA6E 5LAB <br />(5EE PLAN) <br />1I— <br />f d ° d ._. .d' b <br />° d <br />I6"x8" THICKEN <br />EDGE H/ (2) #5 <br />GONT. <br />THICKENED EDGE @ 6ARA6E DOOR DETAIL <br />SCALE: NTS <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. - <br />TO BOND BEAM. LAP w/ <br />FOUNDATION DOWEL <br />MIN. 30" GROUT CELL <br />zx <br />0 <br />'—I:i 11-11 I cY <br />z o I I—� <br />8" HIDE GONT. <br />GONG. CURB <br />w <br />6ARA6E SLAB <br />} F(5EE PLAN) <br />�• ° < <br />d <br />III —ICI <br />III=1 1—III <br />I— <br />d 1I—I11=1I1=1II <br />III-IIIIII <br />- <br />IIII-hi=�1) #5 DOWEL W/ 6" HOOK AT <br />I M I I —I' ALL VERT. HALL REINF. <br />111=� I III=III = IIII I (5EE PLANS FOR LOCATION) <br />11=III=III—III—I _ <br />GLEAN COMPACTED <br />FILL ® q5% NI TH MONOLITHIG FOUNDATION <br />STANDARD DENSITY - H/ (2) #5 GONT. ON CHAIRS <br />2-STORY: 1'-4" HIDE <br />W (2) #5 BARS <br />1-5TORY: I'-0" WIDE <br />H/ (2) #5 BARS <br />G�R�GE CURB DETAIL <br />5 SCALE: � <br />1) #5 DOWEL H/ 6" HOOK AT <br />ALL VERT. HALL REINF. <br />II 111=1 1=1 _� (5EE PLANS FOR LOCATION) <br />GLEAN COMPACTED I l l l l l l 11111- <br />FILL ® 95* WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY H/ (2) #5 GONT. ON GHAIRS <br />2-STORY: 1'-4" HIDE <br />W (2) #5 BARS <br />1-5TORY: 1'-0" HIDE <br />H/ (2) #5 BARS <br />POOTI N6 5ECT1 ON W/ BLOCK DETA I L <br />SCALE: NM <br />8" GMU BLOCK — <br />BEYOND <br />EXTERIOR DOOR <br />MTL. THRESHOLD <br />SET IN SEALANT <br />PAVERS <br />(5EE PLANS) <br />d <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE PLAN) <br />71 'III 'III' ='III 'III"I MONOLITHIC <br />GLEAN COMPACTED I 1—III-1 FOUNDATION H/ (2) #5 <br />FILL ® q5% STANDARD HI TH CONT. ON CHAIRS <br />DENSITY AND TERMITE <br />TREATED 2-5TORY: 1'-4" WIDE <br />W (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />N/ (2) #5 BARS <br />ENTRY DOOR DETA I L <br />6 SGAL.E: NTS <br />PATIO/PORGH/LANAI SLAB <br />(5EE PLAN) <br />8"x8" THICKENED - <br />SLAB H/ (1) #5 GONT. <br />D <br />THICKENED EDGE DETAIL <br />SCALE: RM <br />8" GMU BLOCK <br />(1) #5 VERT. FROM FT6. 1 <br />BOND BEAM. LAP w/ <br />FOUNDATION DOWEL MIN. <br />50" GROUT CELL 50LID <br />PORGH/PATIO/LANAI <br />SLAB OR PAVERS <br />(5EE PLAN) <br />d' r <br />I <br />EXP JOINT v <br />ml <br />R4.1 FI-FOIL OR EQUAL <br />OVER 3/4" FURR STRIPS <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE PLAN) <br />d ° <br />d <br />d <br />d �—III <br />d° a I I=1I I —I I I I <br />a III=1 <br />' = _ 1) #5 DOWEL H/ 6" HOOK AT <br />III=III ALL VERT. WALL REINF. 1 111=III=III=1 III= (SEE PLANS FOR LOCATION) <br />GLEAN COMPACTED -1 1I 11 I I —III —III I i <br />III-I1 I- FILL ®q5% MONOLITHIC, FOUNDATION <br />TH <br />STANDARD DENSITY WI H/ (2) #5 GONT. ON <br />CHAIRS <br />2-5TORY: 1'4' WIDE <br />W (2) #5 BARS <br />1-5TORY: 1'-0" WIDE <br />H/ (2) #5 BARS <br />EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL <br />WALE: NTS <br />y2" GYP. BD. EA. 51DE <br />OF 2x4'5 a 16" O.G. <br />Y2" J-BOLTS 6" FROM EA. <br />END OF NALL AND <br />SPAGE ® 32" O.G. <br />2" (6" MIN. EMBED) <br />W-W, STUD PLATE TIES PER <br />? PT BOT. PLAN ® STUD TOP 4 <br />PLT. BOT. <br />a ° ° <br />?d . <br />d.. 16 d . <br />(2) #55 GONT. H/ —/ <br />3" MIN. CLEAR <br />UPLIFT CONNECTORS 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND <br />ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJEGT TO A <br />CALCULATED NET UPLIFT FORGE. NALL HHIGH REQUIRE SUCH HARDNARE <br />HILL BE SPEGIFIGALLY NOTED ON PLAN. <br />GARA6,E STEP DOWN DETAIL <br />%AL.E- NTS <br />8" GMU <br />FROM • ►� <br />BOND BEAM.i ►i <br />FOUNDATION DONEL MIN. <br />R• • r W <br />a <br />.� ♦ �, RAPE <br />R4.1 FI-FOIL OR EQUAL <br />OVER %" FURR STRIPS <br />-PER BUILDER <br />HOUSE 5LAB <br />(5EE PLAN) <br />=III=11 11111111 1- <br />PVC, CHASE 5LEEVE TO BE <br />=1 I 1=1 I 111=1 1=1 <br />THIGE THE DIAMETER OF <br />� I III —III —III —III I_ —I 11- PROTECTED PIPE <br />I I-111 III —III —III- <br />GLEAN COMPACTED <br />FILL ® q5% WI TH MONOLITHIC FOUNDATION <br />STANDARD DENSITY HI (2) #5 GONT. ON CHAIRS <br />2-5TORY: 1'-4" HIDE <br />w/ (2) #5 BARS <br />I -STORY: 1'-0" WIDE <br />NI (2) #5 BARS <br />GHSE DETAIL <br />8 SGAL.E: NTS <br />MMMM <br />seal: ��,��G. P''�i�� <br />• r_ <br />No 77824 <br />o STATE OF : 441 ,, =q <br />00 �♦ <br />© copyright :/M( Vt i4 K(IIL�\\ <br />Structural Engineering, Inc. <br />0.z <br />Z <br />_J R <br />w <br />w <br />Z_ o <br />Ca <br />Z <br />w CL <br />J <br />Q � <br />Z A <br />n �a <br />� C <br />W i— 22 <br />Q Q • <br />JZ CL) CD <br />W y <br />� o <br />y m <br />W C N <br />cc CY) O. <br />Ivr <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: M,JT <br />issue date: 0 5-2 8-2 `j <br />REVISIONS: <br />date: initial: <br />r~ RS <br />Crz <br />0 <br />8" CMU BLOCK <br />0 <br />BEYOND <br />R4.1 FI-FOIL OR EQUAL <br />_J <br />U. <br />EXTERIOR DOOR <br />OVER /4 FURR STRIPS <br />-PER BUILDER <br />MTL. THRESHOLD <br />SET IN SEALANT <br />HOUSE 5LAB <br />,...� <br />UJ <br />C� <br />PORGH/PATIO/LANAI <br />(5EE PLAN) <br />T�, T <br />IJ..I <br />Q <br />Z <br />SLAB OR PAVERS <br />(5EE PLANS)(n <br />Q <br />O <br />° <br />a <br />PER <br />MANUF. <br />—_ El <br />—II11 fY <br />—IIIa <br />I —I II—III=1I I- <br />I I = III —III —I � I <br />0 <br />co <br />— <br />�R <br />a <br />—I m III <br />I I <br />d <br />11-1 I I — III- W <br />� <br />w <br />� <br />III <br />�I' <br />� <br />I �=1 11=III=III=1 <br />—III —III <br />I I II � ,- MONOLITHIC <br />I I_ <br />W <br />U <br />GLEAN COMPACTED <br />FILL 0 q5% STANDARD <br />III =III=III <br />HI TH <br />FOUNDATION H/ (2) #5 <br />CONT. ON CHAIRS <br />Q <br />I—' <br />DENSITY AND TERMITE <br />TREATED <br />2-5TORY: 1'-4" HIDE <br />w/ (2) #5 BARS <br />0 <br />I -STORY: 1'-0" WIDE <br />0 <br />-- <br />H/ (2) #5 BARS <br />LL <br />IL <br />J <br />J <br />EXTERIOR OUT5N NG 4 56D POURED 51 LL5 DETAIL <br />sheet: <br />SCALE: NTS <br />SD, I <br />